Tender For E/W And Pucca Work At Various Chainage In Harpura Minor, Dhorpa Minor, Pakri Minor, Bome Minor And Jorukhad Minor Off-Taking From Parent Canal R.K.C. - Earth work in excavation of canalwith manual compaction and dressing below 0.60 cumecs dischargeand disposalof surplus earth with manual lead upto 30mincluding cost of all lifts, material T&P etcrequired for proper completion of work as per direction of Engineer-in-charge. 2 Earth work in excavation of canalwith manual compaction and dressing of 5.00 to 0.60 cumecs dischargeand disposalof surplus earth with manual lead upto 30mincluding cost of all lifts, material T&P etcrequired for proper completion of work as per direction of Engineer-in-charge. 3 Excavating other rocks by blasting, removing muck & stackingwith extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 mincluding cost of all lifts, material labour T & P etc. required for proper completion of work as per direction of Engineer in Charge . 4 Excavatingsoft rock,disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 mincluding cost of all lifts, material T&P etc.required for proper completion of work as per direction of Engineer in Charge . 5 Earthwork in filling in canal embankmentwith mix soil (obtained through excavation of canal) used with total leads upto 210m including cost of all lifts, mechanical compaction and material labour T&P etc. for proper completion of work as perdirection of Engineer-in-charge. 6 Earthwork in filling in canal embankment with borrow area soil used with total lead upto 1.0 km by truck or tractor trolley including cost of all lifts,borrowing earth from private land/approved borrow area land, mechanical compaction,material labourand T&P etc. for proper completion of work as perdirection of Engineer-in-charge. 7 Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 1.00 km by truck or tractor trolley including cost of all lifts, mechanical compaction and material labour T&P etc. for proper completion of work as perdirection of Engineer-in-charge. 8 Site Clearence /Ordianry jungle clearance for layout and survey work atconstruction site including all leads and lifts, labour charges,T& P etc. and its disposal required for proper completion of work as per direction of Engineer-in-charge. 9 Earth work in excavation of foundation in all types of soil including all leads and lifts, labour charges,T& P etc. and its disposal of surplus earth from foundation trenches required for proper completion of work as per direction of Engineer-in-charge. 10 Supplying and laying of of local sand in back filling i/c cost of all materials labour ,T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 11 supplying and laying of of coarse sand in filter including cost of all materials labour ,T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 12 Laying C.C. 1:3:6 (M–10) in levelling coarse with cement, coarse sand of F.M. not less than 2.00 and stone ballast of size 4.75 to 40 mm including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 13 Laying C.C. 1:2:4 (M–15)in wing wall, Toe wall etc with cement, coarse sand of F.M. not less than 2.00 and stone ballast of size 4.75 to 20 mm including cost of all material, labour, T&P etc. required for proper completion of workas per direction of Engineer-in-charge. 14 Laying RCC1:1.5:3 (M–20) with cement, coarse sand of F.M. not less than 2.00 and stone ballast of size 4.75 to 20 mm including cost of all material, labour, T&P etc.but excluding cost of reinforcement, centering and shuttering required for proper completion of work as per direction of Engineer-in-charge. 15 Laying RCC1:1:2 (M–25) with cement, coarse sand of F.M. not less than 2.00 and stone ballast of size 4.75 to 20 mm including cost of all material, labour, T&P etc. but excluding cost of reinforcement, centering and shuttering required for proper completion of work as per direction of Engineer-in-charge. 16 Centering & Shuttering for C.C. work in different parts of structureincluding cost of all material,labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 17 Centering & Shuttering for R.C.C. work in different parts of structureincluding cost of all material,labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 18 Reinforcement including straightening, cutting, bending, binding & placing including cost of binding wire, materials, labours carriage T&P and taxes etc.required for proper completion of work as per direction of Engineer-in-charge. 19 Random rubble stone masonry in 1:4 cement (OPC 43 grade) and sand mortar including all leads and lifts, cost oflabour charges, manual compaction and T&P etc.required for proper completion of work as per direction of Engineer-in-charge. 20 Raised pointing work(struckdeep) for exposed surface of stone masonry in 1:3 with cement OPC-43 grade, sand mortarincluding all leads and lift, cost oflabour charges, manual compaction and T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 21 Supplying and laying of dry stone boulder pitching including cost of all labour, material and T&P,etc.required for proper completion of work as per direction of Engineer-in-charge. 22 Providing and fixing joint filler board (18mm. Thick) in expansion joint including cost of all labour, materials and T&P etc.required for proper completion of work as per direction of Engineer-in-charge. 23 Providing and fixing PVC Pipe100 mm in drainage spout & weep hole including cost of all materials, labours, T&P etc, required for proper completion of work as per direction of Engineer-in-charge. 24 Providing and fixing3 mm thick polyplus multiplast tar paper over bed block including cost of all material, labours, T&P etc. required for proper completion of workas perdirection of Engineer-in-charge. 25 Providing expansion joint in concrete including placing and fixing of angle iron & M.S. plate and filling with bitumen with cost of all material, labours, T&P etc. required for proper completion of work as perdirection of Engineer-in-charge. 26 Providing and fixing 1200 mm. Dia NP-3 HUME Pipeincluding cost of all materials, labours, T&P etc, required for proper completion of work as per direction of Engineer-in-charge. 27 Providing and fixing 900 mm. Dia NP-3 HUME Pipe including cost of all materials, labours, T&P etc, required for proper completion of work as per direction of Engineer-in-charge. 28 Providing and fixing of U type Copper Seal make from 22SWGincluding cost of all labour, material, T&P, cutting, brazing, crimping etc.required for proper completion of work as per direction of Engineer-in-charge. 29 Providing and fixingof PVC water stop seal 230 mm. wide including cost of all labour, material, T&P, cutting, brazing, crimping etc.required for proper completion of work as per direction of Engineer-in-charge. 30 Providing and fixing of G.P. Sheet seal of 22 SWG 300mm. wide including cost of all materials, labour, T&P, cutting, bending, brazing, crimping etc. required for proper completion of work as per direction of Engineer-in-charge. 31 Providing and fixing of diamond seal with 2No. ISA size 75x75x10 16SWG MS plate, 40-80 grade sealing compound 22SWG copper seal including brazing, cutting, bending, crimping, labour, material, T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 32 Supplying and layinggraded filter in layer(4.75 mm to 20 mm size of stone ballast ) including cost of all labour, material and T&P, royalty etc. required for proper completion of work as per direction of Engineer-in-charge. 33 Making Diversion with Earth fillingincluding all leads and lifts, cost of soil, labour charges, manual compaction and T&P etc. required for proper completion of work as per direction of Engineer-in-charge. 34 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401required for proper completion of work as per direction of Engineer-in-charge. 35 Providing, laying, spreading and compacting stone aggregates of 63 to 45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Specification Clause 405.required for proper completion of work as per direction of Engineer-in-charge. 36 Providing, laying, spreading and compacting stone aggregates of 53 to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Specification Clause 405.required for proper completion of work as per direction of Engineer-in-charge. 37 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause SI No- 5.1 (502) (As per MORD).required for proper completion of work as per direction of Engineer-in-charge. 38 Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause. SI No- 5.2 (503) (As per MORD).required for proper completion of work as per direction of Engineer-in-charge. 39 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm dalla grit aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause. SI No- 5.9 (508) (As per MORD).required for proper completion of work as per direction of Engineer-in-charge. 40 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per TechnicalSpecification Clause. SI No- 5.12 (510) (As per MORD).required for proper completion of work as per direction of Engineer-in-charge. 41 Dewatering by 5 H.P. Diesel pump of foundation including cost of dewatering equipment, and its accessories, required material, labour etc. Rate per hour required for proper completion of work as per direction of Engineer-in-charge.
